AS102_SITE DETAILSM
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00
M1�
6" DIA STEEL PIPE
FILLED WITH
CONCRETE. SEE
DETAIL 5/AS102
6" CONCRETE SLAB
W/#4 BARS @24"
0. C. EACH WAY
MIS
3-1/2" DIA. POST -
SCHEDULE 40 TYP.
SEE DETAIL
4/AS102
10" DIA. X 36"
POST FOOTING TYP.
®01
0
12'-0"
ENCLOSURE PLAN
1 SCALE: 1/4" = 1'-0"
3-1/2"0 PO
SCHEDULE 41
0
a
2T-0"
PROVIDE INDUSTRIAL
GATE HINGES (2)
A( 3
" EXPANSION
JOINT
EXISTING ASPHALT
PAVING
DRILL SLAB 3"DIA. X
1" DEEP FOR CANE (0
BOLTS
/ w
o (D 2 0,
o EXPANSION
- JOINT
VERIFY EACH GATE
OPENING TO SWING
MIN.12ODEG. PROVIDE
4"DIA. X 1 " DEEP
NOTCH IN SLAB FOR
CANE BOLTS STOPS
EACH SIDE
CONCRETE
APRON
FRONT ELEVATION
SCALE: 1/2" = 1'-0"
'AP
STEEL WIRE
LINK FENCING
-AN VINYL
Y SLATS
,ADE GATE
YP
FENCE
TING, TYP.
SIDE ELEVATION
3 SCALE: 1/2" = V-0"
Iml
Y2" EXPANSION
JOINT
ASPHALT
PAVEMENT \
REINF. CONC.
APRON
00
8 3/16"0
Do
PIPE SECTION
SCALE: 1/2" = 1'-0"
ROUNDED CONCRETE CAP
6"0 STANDARD STEEL
PIPE- CONCRETE FILLED
PAINTED YELLOW
EXPANSION —
JOINT AROUND
PIPE BOLLARD
FINISH PAVING
16"0 CONCF
FOUNDATIOP
NOTE: VERII
LOCATION 0
UNDERGROU
UTILITIES BE
DRILLING FC
CONCRETE
FOUNDATION.
'Lut
BOLLARD
5 SCALE: 3/4" = V-0"
CAP
3" DIA. SCHEDULE
40 GATE POST
Y2" EXPANSION
JOINT
I I•
I• I I '1 �
I I I I
COMPACT E
I II
I;
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_L J FOOTING
10 1/4"
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o
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a
.
ENCLOSURE PLAN
1 SCALE: 1/4" = 1'-0"
3-1/2"0 PO
SCHEDULE 41
0
a
2T-0"
PROVIDE INDUSTRIAL
GATE HINGES (2)
A( 3
" EXPANSION
JOINT
EXISTING ASPHALT
PAVING
DRILL SLAB 3"DIA. X
1" DEEP FOR CANE (0
BOLTS
/ w
o (D 2 0,
o EXPANSION
- JOINT
VERIFY EACH GATE
OPENING TO SWING
MIN.12ODEG. PROVIDE
4"DIA. X 1 " DEEP
NOTCH IN SLAB FOR
CANE BOLTS STOPS
EACH SIDE
CONCRETE
APRON
FRONT ELEVATION
SCALE: 1/2" = 1'-0"
'AP
STEEL WIRE
LINK FENCING
-AN VINYL
Y SLATS
,ADE GATE
YP
FENCE
TING, TYP.
SIDE ELEVATION
3 SCALE: 1/2" = V-0"
Iml
Y2" EXPANSION
JOINT
ASPHALT
PAVEMENT \
REINF. CONC.
APRON
00
8 3/16"0
Do
PIPE SECTION
SCALE: 1/2" = 1'-0"
ROUNDED CONCRETE CAP
6"0 STANDARD STEEL
PIPE- CONCRETE FILLED
PAINTED YELLOW
EXPANSION —
JOINT AROUND
PIPE BOLLARD
FINISH PAVING
16"0 CONCF
FOUNDATIOP
NOTE: VERII
LOCATION 0
UNDERGROU
UTILITIES BE
DRILLING FC
CONCRETE
FOUNDATION.
'Lut
BOLLARD
5 SCALE: 3/4" = V-0"
CAP
3" DIA. SCHEDULE
40 GATE POST
Y2" EXPANSION
JOINT
I I•
I• I I '1 �
I I I I
COMPACT E
I II
I;
�• �10"O x 36" GATE POST
_L J FOOTING
10 1/4"
F3,7
SECTION
COPYRIGHT 2017
BRS ARCHITECTS
ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION
OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION
OF BRS ARCHITECTS IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION.
LICENSED
ARCHITECT
AR -2782
7-24- 7 ,
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STATE OF IDAHO
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SECTION
COPYRIGHT 2017
BRS ARCHITECTS
ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION
OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION
OF BRS ARCHITECTS IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION.
LICENSED
ARCHITECT
AR -2782
7-24- 7 ,
RENT K CI
STATE OF IDAHO
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SHEET
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